System Description. The DLCS is a network consisting of devices which are remotely controlled over RF transmission equipment by the PowerCAMPTM Software or equivalent. CL&P shall have access to the PowerCAMP™ LMS (as defined below) via the web interface. The PowerCAMPTM LMS shall include the software and hardware necessary to manage the Control Devices installed at the End-use Equipment at Participating Facilities. The PowerCAMPTM LMS includes AER’s PowerCAMPTM Server and PowerCAMPTM Suite, networking equipment, and third party software. PowerCAMPTM LMS Hardware
System Description. The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off- site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12- inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1-2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after Waukesha County accepts verification of construction from the project engineer.
System Description. QTY. Model/Version/Description Original Purchase Price ---- ------------------------- ----------------------- See Attached Equipment List Total Cost: $70,705.00 -------------------------------------------------------------------------------- 6. Purchase Option Price (check one): (X) Fair Market Value ( ) 10% of Total Original Purchase Price ( ) $1.00
System Description. The system is a Motorola™ ASTRO 25™ Digital Trunking WAN SmartZone solution that consists of the System infrastructure and multiple subsystems, as follows.
System Description. The wet detention basins are designed to together remove at least 80% of the Total Suspended Solids (TSS) in the site runoff and to reduce pre-development downstream peak flows. Xxxxxx function to convey runoff to the basins, as well as filter pollutants, especially from smaller storms. To function correctly, the pond size, water level and outlet structures must be maintained as specified in this Plan.
System Description. Narrative and diagrams found below provide additional information on the existing, and end- state network architectures contemplated for use by the PSAPs.
System Description. The System for locating vehicles, cargo; people and etc., and exchanging short messages and receiving alarms is composed of the three following sub-systems:
System Description. The System shall include the photovoltaic modules, the inverter, mounting system, monitoring system, electric meter and other related equipment.
System Description. 1.4.1 The integrated intercom and communications system to include the following components as required to achieve a complete and functional system:
System Description. SiFi will install the System within the Boundary using the Public Way. The System shall use fiber optic cable emanating from the Shelter to the applicable Cabinet in the Public Way and then to the private Premises Wall for each applicable Primary Premise. The City acknowledges and agrees that SiFi has the right to install the System within the Boundary using the Public Way in order to make the delivery of Service over the System available to all Premises within the Boundary. The Parties acknowledge and agree that there is no agreed design or configuration of the actual location of the System within the Public Way at this time and that SiFi shall submit such designs specification, plan and associated details to the City for approval when ready. The City will work with SiFi to approve the physical location of the fiber optic cable and other equipment and components of the System in, on, over, under, upon, across, or along the Public Way and from the Public Way to the Premises Wall.
